C 12k w=4k/ft B

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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Given that the reaction at A is 32 kips, the reaction at B is 28ips. Draw the Shear and Moment diagram for the following beam and find the maximum moment.

C
12k
w=4k/ft
B
Transcribed Image Text:C 12k w=4k/ft B
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